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Additional info for Design Data: In Accordance with the Eurocodes and UK National Annexes (Steel Building Design)
9 bolts table have been chosen to give increased resistances. The values of pitch, p1 and p2, have been chosen such that resistance values based on them are not more critical than those based on e1 and e2. Created on 16 March 2011 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement Values of e1 e2, p1 and p2 given in the tables have then been rounded up to the nearest 5 mm. Further details about the layout of the bolts are given in AD348.
This position represents the minimum value of c at which the maximum resistance of the web for a given stiff bearing length, ss is attained. e. c < clim) the resistance given for c = 0 is conservative. 2 Square and rectangular hollow sections BS EN 1993-1-5 does not cover the resistance to transverse forces for hollow sections. Therefore in this publication the approach previously presented in P202 Volume 1 Section properties member capacities has been adopted and is presented below in terminology consistent with BS EN 1993-1-1.
G Created on 16 March 2011 This material is copyright - all rights reserved. 3. However the Eurocode does not cover the case of more than one bolt in the direction perpendicular to the applied load. Therefore the resistance has been calculated using expressions from BS 5950-1 for angles bolted and welded through one leg. The resistance is independent of the number of bolts along the angle and their spacing. Tables only give values for the cross-sectional check; see AD351 for more information. 0, as given in the National Annex).